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If you are using Steady State flow and not EPS Flow you should do the following:
1. Define your Base Flow in either Load1 or Load2 for the loading manhole,
2. Select Peakable Base Flow as the Load Type
3. Define your Alternate Peaking Curve under the Tab Peaking in the Run Manager Simulation Options Dialog
Loading Dialogs in InfoSewer/H2OMap Sewer
Categories: #INFOSEWER, InfoSewer
Tagged as: Alternative Peaking Curve in InfoSewer
You can send me an email to robert.dickinson@gmail.com or robert.e.dickinson@innovyze.com and I will do my best to answer your questions.
I posted this on the SWMM Group on LinkedIn
I have noticed based on email questions and postings to the SWMM LIst Sever (a great resource hosted by CHI, Inc.) that many SWMM 5 users do not know about the really outstanding documentation on SWMM 5 posted on the EPA Website https://www.epa.gov/water-research/storm-water-management-model-swmm It consists of two now and in the near future three volumes on Hydrology, Water Quality, LID’s and SuDs and Hydraulics. The documentation is fantastically complete with detailed background on the theory, process parameters and completely worked out examples for all of the processes in SWMM5. It is truly an outstanding aid to modelers and modellers worldwide. It would benefit you to read them (if you have not already downloaded the PDF files). Thanks for reading this post
1/ @Innovyze has free University Student Editions SE for #INFOSURGE #INFOWATER and #INFOSWMM http://t.co/lvTOa7ZI92 pic.twitter.com/ELCIc3Ym2Y
— Robert E Dickinson (@RDickinson) September 22, 2015Error: Twitter did not respond. Please wait a few minutes and refresh this page.
